CN206987050U - Concrete-filled steel tube truss building and its agent structure - Google Patents
Concrete-filled steel tube truss building and its agent structure Download PDFInfo
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- CN206987050U CN206987050U CN201720901844.2U CN201720901844U CN206987050U CN 206987050 U CN206987050 U CN 206987050U CN 201720901844 U CN201720901844 U CN 201720901844U CN 206987050 U CN206987050 U CN 206987050U
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- concrete
- wallboard
- steel tube
- agent structure
- filled steel
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Abstract
The utility model provides a kind of concrete-filled steel tube truss building and its agent structure, it is related to technical field of buildings, to solve the problems, such as that the deadweight of the agent structure of concrete-filled steel tube truss building of the prior art is larger, work progress is complicated, low construction efficiency, cycle are long.The agent structure of the concrete-filled steel tube truss building includes：Basic part, support column, support beam and wall, the both ends of support column are connected with basic part and support beam respectively, and support column connects to form support frame structure with support beam；Wall is connected with support column and support beam；Wall includes the first wallboard and the second wallboard for be arrangeding in parallel and being connected by connector, concrete has been poured between the first wallboard and the second wallboard, the first wallboard and the second wallboard are made by stone-plastic plate and have cavity.The agent structure of the concrete-filled steel tube truss building is applied in concrete-filled steel tube truss building, in light weight, and efficiency of construction is high.
Description
Technical field
Technical field of buildings is the utility model is related to, more particularly, to a kind of concrete-filled steel tube truss building and its main body
Structure.
Background technology
At present, building common structure has these three structures of mixed brick structure, frame structure, frame-shear-wall structure.
In building structure, play a supporting role be usually include foundation structure (basic part), support column, support beam and
The agent structure of wall.
In the agent structure of building in the prior art, wall is usually to use reinforcing bar or brick as supporter,
Then it is made in casting concrete, the connected mode between support column and support beam is anchor connection.
The weight of manufactured wall is larger through the above way, so that the deadweight of building is larger, it is impossible to which increase is built
Build the usable floor area of thing；And due to needing pre-buried cabling pipeline and pipeline of leaking water in wall, the process of construction is complex, because
This make it that efficiency of construction is relatively low, and construction period is longer.
Utility model content
The purpose of this utility model is to provide a kind of agent structure of concrete-filled steel tube truss building, existing to solve
The deadweight of major structure of construction present in technology is larger, work progress is complicated, low construction efficiency, the technical problem of cycle length.
The agent structure of concrete-filled steel tube truss building provided by the utility model, including：Basic part, support column, branch
Beam and wall are supportted,
The both ends of the support column are connected with the basic part and the support beam respectively, the support column and the support
Beam connects to form support frame structure；
The wall is connected with the support column and the support beam；The wall includes be arrangeding and passing through connector in parallel
The first wallboard and the second wallboard of connection, have poured concrete between first wallboard and second wallboard, and described first
Wallboard is made by stone-plastic plate with second wallboard and has cavity.
Further, the support column includes steel pipe, and concrete has been poured in the steel pipe.
Alternatively, the wall thickness of steel pipe column is 3~15mm, and the section of the steel pipe column is that size is 150~400mm × 150
~400mm rectangle.
Preferably, the support beam includes the support frame made of C-type steel or I-steel, has been poured on support frame as described above mixed
Solidifying soil, support frame as described above connect the fastener for connection of electric welding anchorage style and the support column by falcon.
Alternatively, the connector is vertical with first wallboard and second wallboard, and the quantity of the connector
To be multiple, multiple connectors are arranged at intervals between first wallboard and second wallboard.
Preferably, interlayer is provided with the cavity of first wallboard, the cavity is divided into multiple appearances by the interlayer
Receive region.
Alternatively, the section of the support beam is the rectangle that size is 200~500mm × 150~200mm.
It is preferred that the outer surface of first wallboard and second wallboard is formed with marbling.
Further, in addition to floor, the floor include the supporter of cavity, the branch are made up and had of stone-plastic plate
Support body is structure as a whole with the support beam and support column cast.
Relative to prior art, the agent structure of concrete-filled steel tube truss building described in the utility model has following
Advantage：
In the agent structure of concrete-filled steel tube truss building described in the utility model, in wall, the first wallboard and
Second wallboard is made by stone-plastic plate, and is respectively provided with cavity, therefore, compared with the wall of same thickness in the prior art, this
The wall weight of the agent structure of concrete-filled steel tube truss building described in utility model is lighter, so that concrete filled steel tube
The weight reduction of the agent structure of truss building.
Further, since there is cavity in the first wallboard and the second wallboard, leak water pipeline and cabling pipeline available for installing, because
This simplifies work progress, improves efficiency of construction, shorten the duration without pre-buried pipeline.
To sum up, compared with the agent structure in building of the prior art, concrete filled steel tube provided by the utility model
The lighter in weight of the agent structure of truss building, efficiency of construction is high, and the duration is shorter.
Another object of the present utility model is to propose a kind of concrete-filled steel tube truss building, to solve in the prior art
Existing major structure of construction deadweight is larger, work progress is complicated, low construction efficiency, the technical problem of cycle length.
To reach above-mentioned purpose, what the technical solution of the utility model was realized in：
A kind of concrete-filled steel tube truss building, including：Concrete-filled steel tube truss building as described in above-mentioned technical scheme
The agent structure of thing.
Relative to prior art, concrete-filled steel tube truss building described in the utility model has the advantage that：
Concrete-filled steel tube truss building described in the utility model includes the steel tube concrete of above-mentioned technical proposal offer
The agent structure of native truss building, due in the wall of the agent structure of concrete-filled steel tube truss building, the first wallboard
It is made with the second wallboard by stone-plastic plate, and is respectively provided with cavity, therefore, compared with the wall of same thickness in the prior art,
The wall weight of the agent structure of concrete-filled steel tube truss building described in the utility model is lighter, so that steel tube concrete
The weight reduction of the agent structure of native truss building.
Further, since there is cavity in the first wallboard and the second wallboard, leak water pipeline and cabling pipeline available for installing, because
This simplifies work progress, improves efficiency of construction, shorten the duration without pre-buried pipeline.
Therefore, compared with the building in assembled architecture of the prior art, steel tube concrete provided by the utility model
The lighter in weight of native truss building, efficiency of construction is high, and the duration is shorter；Simultaneously as the weight of concrete-filled steel tube truss building
Amount is lighter, therefore greater area of concrete-filled steel tube truss building can be built on the bottom surface of identical soil property.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
The required accompanying drawing used is briefly described in embodiment or description of the prior art, it should be apparent that, describe below
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the agent structure for the concrete-filled steel tube truss building that the utility model embodiment provides
Figure；
Support column cuts in the agent structure for the concrete-filled steel tube truss building that Fig. 2 provides for the utility model embodiment
Face figure；
The structure of wall in the agent structure for the concrete-filled steel tube truss building that Fig. 3 provides for the utility model embodiment
Schematic diagram；
First wallboard in the agent structure for the concrete-filled steel tube truss building that Fig. 4 provides for the utility model embodiment
Structural representation.
In figure：10- support columns；11- steel pipes；20- support beams；30- walls；The wallboards of 31- first；311- interlayers；312- is empty
Chamber；The wallboards of 32- second；33- connectors；40- basic parts；50- concrete.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described
Embodiment is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, sheet
The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
, it is necessary to explanation in description of the present utility model, term " " center ", " on ", " under ", it is "left", "right", " perpendicular
Directly ", the orientation of the instruction such as " level ", " interior ", " outer " or position relationship are based on orientation shown in the drawings or position relationship, are only
Described for the ease of description the utility model and simplifying, rather than instruction or imply signified device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.In addition, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that instruction or hint relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
Embodiment one
Fig. 1 is the structural representation of the agent structure for the concrete-filled steel tube truss building that the utility model embodiment provides
Figure；The sectional view of support column in the agent structure for the concrete-filled steel tube truss building that Fig. 2 provides for the utility model embodiment；
The structural representation of wall in the agent structure for the concrete-filled steel tube truss building that Fig. 3 provides for the utility model embodiment；
The structural representation of first wallboard in the agent structure for the concrete-filled steel tube truss building that Fig. 4 provides for the utility model embodiment
Figure.
As Figure 1-4, the agent structure for the concrete-filled steel tube truss building that the utility model embodiment provides, bag
Include：Basic part 40, support column 10, support beam 20 and wall 30, support column 10 and the connection of support beam 20 form support frame structure.
In the present embodiment, the connected mode of anchoring is connect between wall 30 and support column 10 and support beam 20 using falcon.
Wall 30 includes the first wallboard 31 and the second wallboard 32, and the first wallboard 31 be arranged in parallel with the second wallboard 32, the first wallboard 31 with
Connector 33 is connected between second wallboard 32, concrete 50 has been poured between the first wallboard 31 and the second wallboard 32.Preferably,
First wallboard 31 and the second wallboard 32 are made by stone-plastic plate, and surface is solid via UV (U l travi o l et, ultraviolet)
Change is handled.
In the agent structure for the concrete-filled steel tube truss building that the utility model embodiment provides, in wall 30, the
One wallboard 31 and the second wallboard 32 are made by stone-plastic plate, and are respectively provided with cavity 312, therefore, with same thickness in the prior art
Wall compare, the utility model embodiment provide concrete-filled steel tube truss building agent structure the weight of wall 30
It is lighter, so that the weight reduction of the agent structure of concrete-filled steel tube truss building.
Further, since there is cavity 312 in the first wallboard 31 and the second wallboard 32, leak water pipeline and cabling available for installing
Pipeline, therefore without pre-buried pipeline, simplify work progress, improve efficiency of construction, shorten the duration.
To sum up, compared with the agent structure in assembled architecture of the prior art, the utility model provides embodiment and carried
The lighter in weight of the agent structure of the concrete-filled steel tube truss building of confession, efficiency of construction is high, and the duration is shorter.
In the present embodiment, support column 10 includes steel pipe 11, and concrete 50 has been poured in steel pipe 11.
In specific implementation process, steel pipe 11 is seamless steel pipe, and the wall thickness of steel pipe 11 is 3mm~15mm, cross dimensions 150
~400mm × 150~400mm rectangle, the concrete 50 poured into steel pipe 11 are C30-C40 high performance concretes, this kind
The rigidity of structure of the support column 10 of cast high performance concrete support is with sectional dimension ordinary reinforced concrete in steel pipe 11
5 times or so of 50, its compression strength are to be with 3 times or so of sectional dimension ordinary reinforced concrete pillar, its shearing resistance torsional strength
With 3 times or so of sectional dimension ordinary reinforced concrete.
In the agent structure for the concrete-filled steel tube truss building that the utility model embodiment provides, made using seamless steel pipe
For the peripheral structure of support column 10, and casting concrete 50 is to form support column 10 in seamless steel pipe, with making in the prior art
The peripheral structure that constructional column is crafted with reinforcing bar is compared, the manufacturing process simplicity of support column 10, efficiency high, short construction period, and is made
Into the globality of support column 10 it is strong, shearing resistance torsional strength is stronger, therefore stability of strutting system is preferable.
Therefore, compared with the agent structure in building of the prior art, the steel pipe of the utility model embodiment offer
The support strength of the agent structure of concrete truss building is high, and stability is good, and manufacturing process is simple, and efficiency of construction is high.
In the present embodiment, support beam 20 includes support frame, and support frame uses C-type steel or I-steel, poured on support frame
There is a concrete 50, the section of support beam 20 is the rectangle that size is 200~500mm × 150~200mm, the support of support beam 20
Frame connects electric welding anchorage style by falcon and is connected with the steel pipe 11 of support column 10.That is, support frame is made of C-type steel, or
Person's support frame is made of I-steel, is connect and then is welded using first falcon between the steel pipe 11 of support frame and support column 10, last anchor
Solid the mode that is combined of three kinds of connected modes connect so that stable connection is stronger.Specifically, first by one end of support frame with
One end of steel pipe 11 carries out falcon and connect, and is then welded the junction of support frame and steel pipe 11 using welding technology at the falcon place of connecing, most
Afterwards, then using anchoring technique weld is further fixed.
Further, the surface of the first wallboard 31 and the second wallboard 32 set marble lines pattern and surface via
UV curing process, specifically, the mode for setting the pattern of marble lines can be to spray, scribe, suppressing, and consolidate carrying out UV
After change processing, the both side surface of wall 30 is smooth and carries the pattern of marble lines.It is so designed that, when concrete filled steel tube purlin
After the completion of frame building is built, without being fitted up again to indoor wall, so as to avoid in fitment process indoors by
In mopping and caused by environmental pollution, and finishing obsolete material can be reduced.
In addition, be made up of stone-plastic plate and via the first wallboard 31 of UV curing process and the second wallboard 32 have intensity it is high,
Light, antidetonation, fire prevention are a variety of up to B1 levels, insulation, heat-insulated, sound insulation, waterproof, colour-fast, wear-resisting scrubbing resistance, anti-skidding, radiation proof etc.
Advantage.
In a kind of embodiment of the present embodiment, for connecting the connector of the first wallboard 31 and the second wallboard 32
33 are made up of diameter 10mm cylindrical type steel.
Connector 33 between first wallboard 31 and the second wallboard 32 is used to fixing two wallboards during pouring
Position, therefore, the set-up mode of connector 33 have a variety of.In the one of which embodiment of the present embodiment, connector
33 is vertical with the first wallboard 31 and the second wallboard 32, and the quantity of connector 33 is multiple, and multiple connectors 33 are in the first wallboard
31 and second are arranged at intervals between wallboard 32.
Further, as shown in figure 4, the first wallboard 31 is the wallboard positioned at the inner side of assembled architecture.First wallboard 31
Inside has cavity 312, interlayer 311 is provided with the cavity 312 of the first wallboard 31, cavity 312 is divided into multiple by interlayer 311
Housing region.It is so designed that, the housing region in the cavity 312 of the first wallboard 31 can be used as threading pipeline or drainage pipeline
Deng.The structure of second wallboard 32 is identical with the first wallboard 31.
When it is implemented, when wall 30 is exterior wall, the first wallboard 31 and the unit weight of the second wallboard 32 of wall 30 are public for 900
Jin/cubic meter, to cause the intensity of wall 30 to reach C7.5.When wall 30 is interior wall, the thickness of wall 30 is 120mm, wall
30 the first wallboard 31 and the unit weight of the second wallboard 32 is 500 kilograms/cubic metre, to cause the intensity of wall 30 to reach C3.0.
It should be noted that M42.5 cement is used in the concrete 50 used in the present embodiment one.
Further, the agent structure for the concrete-filled steel tube truss building that the present embodiment provides also includes floor, floor
It is similar to the structure of wall 30, including the supporter made of stone-plastic plate, supporter is interior to have cavity, supporter and support beam 20
It is structure as a whole with the cast of support column 10.
Due to changing the structure of floor of the prior art, therefore the concrete filled steel tube that the utility model embodiment provides
The agent structure of truss building further mitigates own wt.
Embodiment two
As shown in figure 1, the utility model embodiment two provides a kind of concrete-filled steel tube truss building, including above-mentioned implementation
The agent structure for the concrete-filled steel tube truss building that example one provides.
Due to having used lightweight concrete and novel wall structure in above-mentioned concrete-filled steel tube truss building, therefore, on
It is relatively low to state the deadweight of concrete-filled steel tube truss building, so as to relative to building of the prior art, be provided in the present embodiment two
Concrete-filled steel tube truss building can increase about 10% construction area.
To sum up, relative to building of the prior art, the concrete-filled steel tube truss building tool that the present embodiment two provides
Have the following advantages：
A, antidetonation, waterproof, insulation, heat-insulated, sound insulation, fire prevention, structure-integrated.
B, deadweight is only 40% or so of the deadweight of traditional architecture thing.
C, substantially without building waste, construction is simple is quick, and construction period shortens 2/3.
D, integrated cost reduces by 30% or so.
E, 60% building component is processed in plant produced, low to the skill set requirements of workmen.
F, synthesis energy saving more than 65%.
G, construction area 10% is increased.
Finally it should be noted that：Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the utility model is described in detail with reference to foregoing embodiments, one of ordinary skill in the art should
Understand：It can still modify to the technical scheme described in foregoing embodiments, either to which part or whole
Technical characteristic carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly
The scope of each embodiment technical scheme of type.
Claims (10)
- A kind of 1. agent structure of concrete-filled steel tube truss building, it is characterised in that including：Basic part, support column, support beam And wall,The both ends of the support column are connected with the basic part and the support beam respectively, and the support column and the support beam connect Connect to form support frame structure；The wall is connected with the support column and the support beam；The wall includes be arrangeding in parallel and connecting by connector The first wallboard and the second wallboard, concrete, first wallboard have been poured between first wallboard and second wallboard It is made with second wallboard by stone-plastic plate and there is cavity.
- 2. the agent structure of concrete-filled steel tube truss building according to claim 1, it is characterised in that the support column Including steel pipe, concrete has been poured in the steel pipe.
- 3. the agent structure of concrete-filled steel tube truss building according to claim 2, it is characterised in that the wall of steel pipe column Thickness is 3~15mm, and the section of the steel pipe column is the rectangle that size is 150~400mm × 150~400mm.
- 4. the agent structure of concrete-filled steel tube truss building according to claim 2, it is characterised in that the support beam Including the support frame made of C-type steel or I-steel, concrete is poured on support frame as described above, support frame as described above connects electricity by falcon Weld the fastener for connection of anchorage style and the support column.
- 5. the agent structure of concrete-filled steel tube truss building according to claim 1, it is characterised in that the connector It is vertical with first wallboard and second wallboard, and the quantity of the connector is multiple, multiple connectors are in institute State and be arranged at intervals between the first wallboard and second wallboard.
- 6. the agent structure of concrete-filled steel tube truss building according to claim 1, it is characterised in that first wall Interlayer is provided with the cavity of plate, the cavity is divided into multiple housing regions by the interlayer.
- 7. the agent structure of concrete-filled steel tube truss building according to claim 3, it is characterised in that the support beam Section be rectangle that size is 200~500mm × 150~200mm.
- 8. the agent structure of concrete-filled steel tube truss building according to claim 1, it is characterised in that first wall The outer surface of plate and second wallboard is formed with marbling.
- 9. the agent structure of concrete-filled steel tube truss building according to claim 1, it is characterised in that also including building Plate, the floor includes being made up of stone-plastic plate and the supporter with cavity, the supporter and the support beam and the branch Dagger cast is structure as a whole.
- A kind of 10. concrete-filled steel tube truss building, it is characterised in that including：Steel pipe as described in claim any one of 1-9 The agent structure of concrete truss building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720901844.2U CN206987050U (en) | 2017-07-24 | 2017-07-24 | Concrete-filled steel tube truss building and its agent structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720901844.2U CN206987050U (en) | 2017-07-24 | 2017-07-24 | Concrete-filled steel tube truss building and its agent structure |
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| Publication Number | Publication Date |
|---|---|
| CN206987050U true CN206987050U (en) | 2018-02-09 |
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| CN201720901844.2U Expired - Fee Related CN206987050U (en) | 2017-07-24 | 2017-07-24 | Concrete-filled steel tube truss building and its agent structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152083A (en) * | 2017-07-24 | 2017-09-12 | 湖南新能匠材料厂 | Concrete-filled steel tube truss building and its construction method |
-
2017
- 2017-07-24 CN CN201720901844.2U patent/CN206987050U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152083A (en) * | 2017-07-24 | 2017-09-12 | 湖南新能匠材料厂 | Concrete-filled steel tube truss building and its construction method |
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| CF01 | Termination of patent right due to non-payment of annual fee |
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| CF01 | Termination of patent right due to non-payment of annual fee |